dc.contributor.authorQiu, Yunfengen_US
dc.date.accessioned2008-09-25T06:36:15Z
dc.date.accessioned2017-07-23T08:26:46Z
dc.date.available2008-09-25T06:36:15Z
dc.date.available2017-07-23T08:26:46Z
dc.date.copyright2007en_US
dc.date.issued2007
dc.identifier.citationQiu, Y. F. (2007). Design and performance of stone mastic asphalt in Singapore conditions. Doctoral thesis, Nanyang Technological University, Singapore.
dc.identifier.urihttp://hdl.handle.net/10356/12074
dc.description.abstractStone Mastic Asphalt (SMA) mixtures are gap-graded mixtures that contain a coarse aggregate skeleton and a high asphalt binder content mortar. The rutting resistance is mostly attributed to the coarse aggregate skeleton component that exhibits “stone-to-stone” contact due to its gap-graded gradation. The objective of the research is to provide a methodology of quantifying coarse aggregate stone-to-stone contact in SMA with different aggregate packing to yield high rutting resistance; thus, developing a new mix design procedure and leading to an improved SMA mixture design and performance. A total of thirty-seven mixtures were tested in this study for developing and analysing coarse aggregate stone-to-stone contact in SMA mixtures.en_US
dc.format.extent252 p.
dc.language.isoen
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Transportation
dc.titleDesign and performance of stone mastic asphalt in Singapore conditionsen_US
dc.typeThesisen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.contributor.supervisorLum, Kit Mengen_US
dc.description.degreeDOCTOR OF PHILOSOPHY (CEE)en_US
dc.identifier.doihttps://doi.org/10.32657/10356/12074


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